Chapter 6. Compression Reinforcement - Flexural Members
CIVL 4135 118 Compression Reinforcement Chapter 6. Compression Reinforcement - Flexural Members ...
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www.ce.memphis.eduCIVL 4135 Chapter 3. AXIALLY LOADED MEMBERS • 43 3.3.1. Example 1 Given: 4 # 8 bars Assume: f c ′ = 4000 psi fy = 40 ksi area of steel = 4(area of # 8 bars) 4(0.79) = 3.16in2 (see ACI 318 - bar dimension table, or page iii of class notes) As